HomeMy WebLinkAbout24-61S James^ys^^/-?c ":"y'\ftr.!^. '^^./^~^^/
Department of Safety
& Professional Services,
Industry Services Division
County Bayfield
Sanitary Permit Number (to be filled in by Co.)
-/•f^'f>5^0i051
Sanitary Permit Application
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to
the Department of Safety and Professional Services. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats.
Number7;7:;(^^H--^/^I7
Prqject'Address (if different than mailing address)
I. Application Information - Please Print All Information
Property Owner's Name
Mark & Christina James
Parcel#
16063
Property Owner's Mailing Address
64065 Colby Rd
City, State
Ashland, Wl
Zip Code
54806
II. Type of Building (check all that apply)
B 1 or 2 Family Dwelling - Number of Bedrooms
D Public/Commereial - Describe Use
D State Owned - Describe Use
Phone Number
651-274-2033
Property Location
Govt. Lot
SE i/^ SE •/,. Section 32
Lot #47 _N R 5 x
_EorW
Subdivision Name
Block #
D City of _
CSM Number a Village of
H Town of Eileen
m. Type ofPOWTS Permit: (Check either "New" or "Replacement" and other applicable on Bne A. Check one box on line B. Complete line C if
applicable.)
D New System B Replacement System D Other Modification to Existing System (explain)D Additional Pretreatment Unit (explain)
B.D Holding Tank D In-Ground
(conventional)
D At-Grade S Mound D Individual Site Design D Other Type (explain)
c.D Renewal Before
Expiration
D Revision D Change of Plumber D Transfer to New Owner[List Previous Permit Number and Date Issued
IV. Dispersal/Tjxatment Area and Tank Information:
Design Flowj.g^d)
450 \/
Design Soil Application Rate(gpd/sf)
.4
Dispersal Area Requjfed"(sf)
1125
a Requjfed"(;Dispersal Area Proposed (sf)
1472
System Elevation
97.32
Tank Information
Capacity in
Gallons
New Tanks Existing Tanks
Total
Gallons
# of
Units
Manufacturer IIS, u
llII •n SE 5
Septic or Holding Tank ~.^2000 Wieser Concrete
Dosing Chamber X Y 750 1 Wieser Concrete
V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print)
Edward B. Redinger
Plumber's Signature
^\5^L^^~
MP/MPRS Number
221939
Business Phone Number
715-292-6670
Plumber's Address (Street, City, State, Zip Code)
1015 11th Ave. E.Ashland,WI 54806
VI. County/Department Use Only
.Approved
^-S^M_
D Disapproved
D Owner Given Reason for Denial
Permit Fee'500 Date Issued
/.- r7.rm_
Issuing Agent_SignatureWT /^^7^/^
Conditions of ^Ipproval/Reasons for Disapproval ^ y>ii... . ./.. ...,+^ip'^'IO^t^ ^)W^re ^ ^CMl^W>-
ol.)^a^^r^ lo ^N^. 4}/^^Y^n old ^W ^ ? s83.
^
Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in sue
SBD-6398 (R. 03/22)
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Wisconsin Department of Safety and Professional Services
Division of Industry Services
4822 Madison Yards Way
PO Box 7302
Madison, WI 53707
Phone:608-266-2112
Web: http://dsps.wi.aov
Email: dsps@wisconsin.sov
Tony Evers, Governor
Dan Hereth, Secretary
May 21,2024
OUST ID NO.: 221939
EDWARD REDINGER
1015 11TH AVENUE EAST
ASHLAND. WI 54806
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 05/21/2026
MUNICIPALITY:
TOWN OF EILEEN
BAYFIELD COUNTY
SITE:
MARK JAMES
64065 COLBY RD
ASHLAND, WI 54806
Identification Numbers
Plan Review No.: PWTS-052401057-C
Application No.: DIS-052421118
SiteIDNo.:SIT-130445
Please refer to all identification numbers in each
correspondence with the Department.
ConcSitionally
OF AND
OF
-^;^^^"
SEE
FOR:
Design Wastewater Flow Value: 450
Bedrooms: 3
Limiting Factor(s): 13 inches
Maintenance Required: Effluent Filter
Mound Component Manual - Version 2.1 (May 2022-2027)
SLTE REQUIREMENTS
• A full size copy of the approved plans, specifications, and this letter shall be on-site during construction and open to inspection
by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and
signature shall be on the plans which are used at the job site for constmction.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for
POWTS (Version 2.1), (May 2022-2027)".
• The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS
(Version 2.1); (May 2022-2027)" aad/orthe sizing methods of publication "SSWMP Publication 9.6 Design of Pressure
Distribution Networks for ST-SAS (01/81)".
e A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec.
145.19, Wis. Stats.
• Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture
content can be determined by rolling a soil sample between the hands. If it rolls into a '/4-inch wire, the site is too wet to prepare.
If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated
county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
A state-approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that
periodic cleaning of the filter is required.
• All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5
• Insulate building sewer beyond 30 feet per SPS 382.30 (1l)(c)
• Well setbacks to meet chs.NR 811 & 812 ;: jvj^v Q^7fi/,-
• Tank Installation to follow all manufacturer's requirements.
• Verify property line(s) prior to installation.
• Pump Floats to be set and verified per the approved plan.
• Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting
under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area.
• Ensure the existing 200o gallon holding tank to be converted to a septic is watertight, structurally sound and baffles are in place.
Any changes made to the tank must be approved by the manufacturer. The Bayfield Zoning Dept. may require a tank evaluation
be completed and filed prior to issuance of the sanitary permit.
a To protect the dispersal area during any construction activities, it is recommended that the mound test area be fenced, posted, or
flagged off.
» Provide surface water diversion around the treatment taaks and mound dispersal component.
OWNER RESPONSIBILITIES
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use
and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or
owner's manual for the POWTS described in this approval and Wis. Admin. Code § SPS 383.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property
owner must follow the contingency plan as described in the approved plans.
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with
the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10),
Wisconsin Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise
making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the
responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or
construction of the reviewed items.
Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this
letterhead.
Sincerely,
...f'"l/r~ft'--'''K-'.^'
Timothy Zoromski
Division of Industry Services
Phone:
Email: timothy.zoromski@wisconsin.gov
Fee Required: $250.00
Fee Received: $250.00
Balance Due: $0.00
Refund Expected: $0.00
PAGE 1 OF 6
Mound Plan
& Cover Sheet ; w{ 3 °mA
Component Manual Design References:
Mound Version 2.1 (May 2022-2027) & Pressure Distribution Version 2.1 (May 2022-2027)
Pg 1 of 6 Index & Cover Page
Pg 2 of 6 Plot Plan
Pg 3 of 6 Mound Cross-Section & Plan View
Pg 4 of 6 Distribution Network Specifications
Pg 5 of 6 Pump Tank Specifications
Pg 6 of 6 Management Plan
Attachments:
Pump Curve
Enclosures:
POWTS Application for Review
Soil Evaluation Report & Site Map
Project Name / Description
Replacement 3 Bed Mound .4 loading
Owner Name(s): Mark & Christina James _ Phone: 651 .274 .2033
Owner Address: 64065 Colby Rd. Ashland, W! _ Zip: 54806
Project Address: same
Govt. Lot: _ SE L|1/4 of SE LJ1/4, Section 32 _ , T4L_N-R_5_E
Township: Eileen _ County: Bayfield
Project Parcel ID #: 1 6063
or W ^\
Designer Information
Designer Name: Edward B. Redinger _ Phone: 715 .292 .6670
Designer Address: 1015 11th Ave. E. Ashland, WI _ Zip: 54806
E-mail: ed@superiorpmw.com _ rim sp;icc rcscrvccl for approvnl slamp.
License Number: z-£-f ^*3y concsuionany
Remarks: DEPT. OF SAFEW AND PROFESSIONALSERVICESDSViSION OF INDUSTRY
-7^.^—^
SEE CORRESPONDENCE
Signature: ^—-^/ X^.TZ^—^-- _ Date: 5/3/24
Original signature required on e/ch submitted copy.
MAY ;'i '! ?ij/ri
SUPERIOR
PLUMBINS MECHANICAL
Customer Name: Mark & Christina James
Adress: 64065 Colby Rd.
Ashland,W! 54806
Phone #: 651-274-2033
Email:
^^
CST# 221939
Scale: 1" = 40'
PIN:16063
5 Acres
SE SE S32 T47N R5W
Town of Eileen
Bayfield Co.
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SINGLE-CELL
MOUND DISPERSAL
0.5" TO 2.5" WASHED AGGREGATE
(min. 6.0" beneath distribution pipe - min.2.0"
over distribution pipe and covered with
approved synthetic fabric)
MIN, 6.0" OF TOPSOIL COVER
r- min. 1.0 ft
p. — — __^__j. — ———
D= J^91_ ft
E= 1.98 ft
System Elevation = 97.32 ^
Lateral invert Elevation = 97.82 ft
CROSS SECTION VIEW
(No Scale)
Plowed Surface
Surface Contour
Elevation = 95.4
(Show force main, manifold, and flush valve locations on plan view.)PLAN VIEW
(No Scale)
w=24
1-1/4 "0Schdl40
PVC Lateral(typical)
I _-
1_
B 100
Bend as necessary to follow contour
DOWNSLOPE TOE
L= _122^ft
J=
Obseroab'on±!fi.eJtypM).
10.3 ft
10
(typical)1
Prohibit disturbance and vehicular traffic
within 15 feet of downslope toe.
Doca* Dinn '
K= _1j_ ft
(typical)D>0m
CL>0-n
Oi
DISTRIBUTION NETWORK SPECIFICATIONS
(No Scale)
Orifice in
Center of Threaded Cap
for Head Testing
(optional)
(
IBall Valve
(optional)\\
Orifices equally spaced:
[check a) OR b) below]
a) LS—I along bottom of lateral
b) I_I along top of lateral
with every _ th hole
FLUSH VALVE DETAIL
(No Scale)
Valve Box
(insulation optional)\
\ \.
Lateral Spacing
S- 2.25 'ft
Shield orifices for
gravelless applications
Flush Valve
Assembly
(typical - see detail)
,"0Schdl40
PVC Force Main
(slope to pump tank
for drain-back)
Lateral Length (P) = _ 49.25 ft
First Orifice
(typical)
Laterals to be level
-Schdi40PVCLateral0= 1-1/4 in
(typical)
Number of Orifices per Lateral = 25
facing down
LATERAL INVERT ELEVATION = 97.82 ft
Last Oriffce
(typical)
Orifices equally spaced
along bottom of lateral
Orifice Discharge Rate =
Number of Laterals =
.53 .gpm
(typical)
Orifice Spacing (X) =(typical)
Orifice Diameter = 5/32
(typical)
in
Lateral Discharge Rate = 13.46 gpm
TOTAL DISCHARGE RATE = 54 GPM
in
OBSERVATION PIPE DETAIL
Screw-Type or
Slip Cap (loose)
4-0 PVC Pipe
Top of pipe to tenninate
at or above finished grade
(4)1/4"-1/2"X6"Stots
@ 90 apart
t-.t.
Finished Grade
(mulched & seeded)
Topsoil Cover(min. 1 foot)
Anchoring Device Infiltration
Surface
First Orifice
(typical)-^!saIE
Check
applicable box.
X-
(typical)END MANIFOLDCONNECTION
First Orifice
(typical) -
^- Manifold
(riser pipe optional)
-nt ZY
(typical)
-X/2-
(typical)Jd
-X/2-
Manifold
(riser pipe optional)
CENTER MANIFOLD
CONNECTION
:Hg>s0'
m2
^:0•n
05
PAGE 5 OF 6
/ TANK SPECIFICATIONS(No Scale)
IMPQRTAhm
Anchor tank(s) as necessary
pursuant to SPS 383.43(8)(g)
4"0 Vent Pipe
> 10 ft from
Building
12" Min.or2.0ft aboveEstablished Flood Elevation
(typical)ApprovedVent Cap
Electrical must comply withSPS 316 and NEC 300
Waatherproof
•Junclion Box
\1/ \l/
Finished Grade
Extend manhole riser as necessary.
Approved Locking Manhotewith Warning Label Attached(typical)
4" Mln.or2.0ft above
Established Flood Elevation(typical)
\1/ \t/
CAPACITIES @ 20^28 gal/in
A
B
[C]
D
Depth (in)
21.5
2.0
3.5
10
Volume (gal)
437
40.5
70
202
Pump Tank Liquid Level =
Force Main Diameter = 2
39
18"Min.
(typical)
. Approved Joints with
Approved Pipe 3 ft onto
Solid Ground(typical)
PUMP-OFF
ELEVATION =90.83 ft
INSIDE BOTTOMELEVATION = 90
Force Main Length =40 ft 3" Approved Bedding Material Beneath Tank
Force Main Void Volume =6.5 gal
[C] Total Dose Volume (TDV) =T:70 gal/dose
(5X total lateral void volume <. TDV < 0.2X design flow)
+ (force main drainback volume)
MEN. PUMP DISCHARGE RATE =54 gpm
ft
Vertical Head =
+ Min. Supply Head =
+ FM Friction Loss =
+ Fitting Loss* =.
'(min. supply head x 0.3)
= TOTAL DYNAMIC HEAD =
6.9
3.5
2.3
1
13.7
.ft
_ft
_ft
_ft
_ft
PUMPTANK:
Volume = 750 gal
Manufacturer: _________ wi®ser
Pump Manufacturer:
Pump Model: _WE0312li240y_
Controts/Alarm Manufacturer:
Concrete
Goulds
Alderon
Controls/Alarm Model: Power Post
Float switches containinfljTiemyrv.a^^^
Total Volume =
Manufacturers):
Install approved
immediatelv
SEPTIC TANK(S):
2000 gal
Wieser Concrete
effluent filter at the septic tank outlet
upstream of the pump tank inlet.
Filter Manufacturer: Poly Lock
Filter Model:525
Wastewater
Specifically designed for the following uses:
® Homes, Farms, Trailer Courts, Motels, Schools,
Hospitals, Industry, Effluent Systems
Pump
• Solids handling capabilities: %" maximum.
• Discharge size: 2" NPT.
• Capacities: up to 140 GPM.
•Total heads: up to 128 feet TDH.
• lemperature:
104°F {40°C) continuous, 1 40°F (60°C) intermittent.
• See order numbers on reverse side for specific HP,
voltage, phase and RPM's available.
• Fully submerged in high-grade turbine oil for lubri-
cation and efficient heat transfer.
• Class B insulation on Vs - 1 Vz HP models.
• Class F insulation on 2 HP models.
Single phase (60 Hz);
• Capacitor start motors for maximum starting torque.
• Built-in overload with automatic reset.
• SJTOW or STOW severe duty oil and water resistant
power cords.
• % - 1 HP models have NEMA three prong grounding
plugs.
• 1 '/a HP and larger units have bare lead cord ends.
Three phase (60 Hz):
* Class 10 overload protection must be provided in
separately ordered starter unit.
• STOW power cords all have bare lead cord ends.
• Designed for Continuous Operation: Pump ratings
are within the motor manufacturer's recommended
working limits, can be operated continuously with-
out damage when fully submerged.
• Bearings: Upper and lower heavy duty ball bearing
construction.
• Power Cable: Severe duty rated, oil and water resis-
tant, Epoxy seal on motor end provides secondary
moisture barrier in case of outer jacket damage and
to prevent oil wicking. Standard cord is 20'. Option-
al lengths are available.
9 0-ring: Assures positive sealing against contami-
nants and oil leakage.
AGENCY LISTINGS
Tested to UL 778 and CSA 22.2 108 StandardsBy Canadian Standards Association File #LR38549
METERS
40
35|-
30|-
Qi 25
L)2<
Q
20 h-
g i5h
10
:~]SERIESTWE~~"3;iSIZErW^SOLIDSiJRPM: 3500 &]1Z50_
140 150 160 GPM
I I
15 20
CAPACIPi'
25 30 35 m3/hr
CAGE 2
4" CAST-A-SEAL
TOP VIEW
OPTIONAL FLAT COVERIS AVAILABLE FOR EXCHANGE
FOR DOME COVER.
WLP750-MR
TANK SPECIFICATIONS
DIMENSIONS:WALL: 2 1/2'BOTTOM: 5"COVER: 4"MANHOUE: 24" !.D. PRECAST CONCRETE RISERHEIGHT: DOME COVER 61" 0.0.FLAT COVER 53 1/4" O.D.
OUTSIDE DIAMETER: 84" 0.0.BELOW iNLET: 42" 0.0.UQUID LEVEL- 37"
WIGHT: 6,150 LBS.
INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUALBASKET. CAST-A-SEAL BOOT OR EQUAL
1NLET AND OUTLET B?H£ AND FILTER:WISCONSIN, SEE DETAIL |10(OTHER STATES SEE CHART)
LIQUID CAPACiTY: 20.28 GAL/iN
HOLDING TANK:ACTUAL CAPAOn: 790 GALLONSOUTLET HOLE PLUGGED
LOADING DESIGN: 8' 0" UNSATURATCD SOIL
MN TANKS:WILL HAVE ONE VENT OVER OUTLET
AND WLL HAVE TWO VENTS IN COVER OVER INLET
TANK CAN BE USED AS:
SEPTIC/ HOLDING/ PUMP OR SIPHON
COVER: MIX DESIGN |B (NO FIBER)TANK: MIX DESIGN fiO (STRUCWRAL RBER)
CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT MESER CONCRETE
PUMP PAD
S1DE_V£W
TANKS ARE MANUFACWRED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS
JOB INFORMATION:
CUSTOMER:
WB NANE:
DATE NEEDO):
APPROVED BY;
'APPROVAL DATE:
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SHEET NO.
1
1
Bayfield County, Wl
.;PRPID/Tax.lb:»»360MStl~..S.^S'SrSffiStt^iR°BER!'?!'€J^swK'ys^
•SSStSEaS!SS:s!,uWSS RRPI£2$;ISS'^2^;!?3glNICOLE;M 'PROCTOR?
6/5/2024, 4:00:16 PM
Rivers Road Type Building Footprint 2015
Approximate Parcel Boundary ^^ state * Building
Town
1:1,769
0.02 0.04 0.08 ml
0.04 0.07
Bayfieid County Land Records Department
0.14km
Bayfietd County Zoning Applicationhttps^/maps.bayfie!dcounty.wi.gov/ZoningWAB/
6/5/24, 4:00 PM Novus-Wisconsin Access rev. 12.0206
Real Estate Bayfield County Property Listing
Today's Date: 6/5/2024
Property Status: Current
Created On: 3/15/2006 1:15:24 PM
is'i.Description
Tax ID:
PIN:
Legacy PIN:
Map ID:
Municipality:
STR:
Description:
Recorded Acres:
Calculated Acres:
Lottery Claims:
First Dollar:
Zoning:
ESN:
••I Tax Districts
1
04
020
020170
001700
Updated: 4/17/2018
16063
04-020-2-47-05-32-4 04-000-30000
020106905000
(020) TOWN OF EILEEN
S32 T47N R05W
E 335' OF S 1/2 SE SE IN DOC 2018R-572518 574A
5.000
5.078
1
Yes
(AG-1) Agricultural-1
113
Updated: 3/15/2006
STATE
COUNTi'
TOWN OF EILEEN
ASHLAND SCHOOL
TECHNICAL COLLEGE
Ownership Updated: 4/17/2018
MARK R & CHRISTENA A JAMES ASHLAND WI
Billing Address:
MARK R & CHRISTENA AJAMES
64065 COLBY RDASHLAND WI 54806
Mailing Address:
MARK R & CHRISTENA A
JAMES64065 COLBY RDASH LAN D WI 54806
Site Address * indicates Private Road
64065 COLBY RD
Property Assessment
ASH LAN D 54806
Updated: 8/21/2023
2024 Assessment Detail
Code Acres Land Imp.
Gl-RESIDENTIAL 5.000 14,000 194,800
2-Year Comparison 2023 2024 Change
Land: 14,000 14,000 0.0%
Improved: 194,800 194,800 0.0%
Total: 208,800 208,800 0.0%
Recorded Documents Updated: 3/15/2006
a WARRANTY DEED
Date Recorded: 4/11/2018
a CONVERSION
Date Recorded:
2018R-572518
314-371
Property History
N/A
https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=16063 1/1
-mw
'l/n^
Private Sewage System Maintenance Agreement
Owner(s) Name
MyrtC P.. ^ WI^.A^ A. ^/^^
Owner(s) Mailing Address
<^^'~ <^-//s/ ^ ft^k^l^I 5~^^L
Site Address
(fHo^iT tvlh^ &JI, A^^it<^, i^L S'^V^-
Tax ID #/b0^
As owner, I (we) do hereby certify the private sewage system will be installed in
accordance with the certified soil tester's report and approved plans and specifications
on file with Bayfield County Planning and Zoning Department. The system will be
operated in such a manner as to meet the designed plans. I (we) agree to maintain said
private system at the below listed location in accordance with rules established in the Wl
Adm. Code, as from time to time amended. (COMPLETE Legal is required)
_1/4of.Section ^i Township ^7 N. Range _0;
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DOCUMENT NUMBER2024R-603262
DANIEL J. HEFF-NER
REGISTER OF DEEDS
BAYFIELD COUNTY, Wl
RECORDED
05,16/2024 AT 1 1 :55 AM
RECORDING FEE: $30.00
PAGES: 1
Recording Area
Return To:
!; 'Planning and Zoning Department
MAf ' 7yll/4 '
D In-ground gravity
Mound
D In-ground dosed D In-ground pressure distribution Sewage System:
D At-grade Sewage System D Other
Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of
installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make
such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum.
Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided
above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components.
Septic Tank Effluent Filter (system types A through E); The septic tank effluent filter shall be inspected and maintained as necessary and in accordance
with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code.
Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified
septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three
(3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface.
Mounds, At-arade, and tn-around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when
the wastewater distribution cell component is inspected as provided above.
Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for
inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any
human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days
from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges
may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law.
The terms and conditions of the variance shall be binding upon and inure to the benefit of all current and future owners of such property.
Ownqr(s) Name(s) - Pfeag^PrintH<ri^ ^I^^L€-^
i/hn^4ch^ ~~SO^A€S
s) - Signature(s)
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Subscribed and sworn to before me on this date:
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Vi^\JW.-^ ^^hA^6
1y Cormission Expires;1y Cormission Expires;\—r'W'^-^5
Drafted by: /^<a^fe- ~S<i<^>^ Date: J$<^Z_^2,^.
Proofed by:
u/forms/sanitary/septicmaintenceagrecmeni
Revised June 2018
PAGE 4 OF 4
In-ground Gravity Management Plan
IMPORTANT:
The owner of this in-ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to
requirements of SPS 382-384, Wise. Admin. Code. Pursuant to SPS 383.52 (2), Wise. Admin. Code, this system shall
be considered a human health hazard if not maintained in accordance with this approved management plan.
Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in
accordance with SPS 383.52 (3), Wise. Adrnin. Code.
Maximum Dispersal Area Operatina Limits:
Design Flow = 45° gpd; BODs S 220 mgL-1; TSS £ 150 mgL-1; FOG S 30 mgL-
Inspection Checklist INSPECT EVERY 3 YEARS
o type of use
o age of system
o nuisance factors (/'.e. odors, user complaints, etc.)
o mechanical malfunction (/.e., pumps, valves, switches, floats, etc.)
o material fatigue (/.e., leaks, breaks, corrosion, etc.)
o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes)
o neglect or improper use (/.e., exceeding design capacities, prohibited activities, etc.)
o extent of ponding in distribution cell prior to dosing
o dosing irregularities - if applicable (/'.e., pump re-cycling, float switch settings, etc.)
o electrical components - if applicable (/.e., wiring, connections, switches, controls, timers, alarms, etc.)
o distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification)
o surface discharge of affluent or sewage back-up into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis.
Stats, when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or
as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wise. Admin. Code.
o Effluent filterfs) shall be inspected every 3 years and shall be cleaned when necessary to remove any
accumulated solids according to manufacturer's specifications. A servicing period w'll always be greater than 12
months.
System maintenance reports shall be submitted to the proper local government unit in accordance with
SPS 383.55 Wise. Admin. Code. Report any component failure or malfunction to:
Name of individual or company: Superior Plumbing & Mech. Inc. phone: 715-292-6670
Local government unit; Bayfield CQ. Zoning _ phone: 715-372-6138
Local government unit address: 117 5th St. E. Washbum, Wl _ ZIP: 54891
Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wise. Actmin.
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wise. Admin. Code.
No product for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 384, Wise. Admin. Code.
Contingency Plan
In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval. A failed in-ground dispersal component may be
abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils.
System Abandonment
If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wise. Admin. Code.
BAYFIELD COUNTY SANITARY PERMIT (#04)-24^1S
STATE SANITARY PERMIT
OWNER: MARK R & CHRISTENA A JAMES
GOVTLOT: LOT: BLK:
SE 1/4 SE 1/4 SEC: 32, T 47 N, R 5 W
TOWNSHIP: Eileen
SOIL TEST: 07-10
REPLACEMENT SYSTEM
SYSTEM TYPE: Mound > 24 in. of suitable soil
PLUMBER: EDWARD REDINGER
MCKENZIE SLACK
Authorized Issuing Officer
DATE: 6/7/2024
CHAPTER 145.135(2) WISCONSIN STATUTES
a. The purpose of the sanitary permit is to allow installation of the
private sewage system described in the permit.
b. The approval of the sanitary permit is based on regulations in force on
the date of approval.
c. The sanitary permit is valid and may be renewed for specified period.
d. Changed regulations will not impair the validity of a sanitary permit.
e. Renewal of the sanitary permit will be based on regulations in force at
the time renewal is sought, and that changed regulations may impede
renewal.
f. The sanitary permit is transferable.
History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314
Note: If you wish to renew the permit, or transfer ownership of the
permit, please contact the county authority.
PREVIOUS PERMIT #: 10-07S
LICENSE: #221939
Condition: System to meet all setbacks. Management plan to owner. Property maintain system per
recorded agreement. Adhere to State conditions. Abandon old system per SPS 383.
THIS PERMIT EXPIRES 6/7/2026
POST IN PLAIN VIEW
MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION